20181731 Ver 1_CC_All_Sheets_20181220

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GRAPHIC SCALES
10 5 0 20 40
PLANS
10 5 0 20 40
PROFILE (HORIZONTAL)
5 2.5 0 5 10
PROFILE (VERTICAL)
REVISIONS
O. DESCRIPTION I ENGR. JAPPROV.1 DATE
1 1 ISSUED FOR PERMITTING I JB I KLT 111/9/IR
PREPARED FOR:
Ko
RkSOURCE
INSTITU T
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
0 MRCS
Natural Resources Conservation Service
USDA SERVICE CENTER
220 COOPER STREET
P.O. BOX 218
DOBSON, NC 27017
CHARLES ANDERSON
PROJECT CONTACT
PREPARED IN THE OFFICE OF:
AECOSYSTEM 559 JONES FRANKLIN RD
PLANNING & SUITE 150
RALEIGH, NC 27606
RESTORATION LICENSE # P-1 182
WINTER 2018
JAKE BYERS, PE
LETTING DATE:
PROJECT ENGINEER
PROJECT ENGINEER
PROGRESS DRAWING I
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

"*NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
GENERAL NOTES
1. THE CONTRACTOR IS REQUIRED TO INSTALL INSTREAM STRUCTURES USING
A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO PLACE
BOULDERS, AND LOGS.
2. WORK IS BEING PERFORMED AS AN ENVIRONMENTAL RESTORATION PLAN.
THE CONTRACTOR SHOULD MAKE ALL REASONABLE EFFORTS TO REDUCE
SEDIMENT LOSS AND MINIMIZE DISTURBANCE OF THE SITE WHILE
PERFORMING THE CONSTRUCTION WORK.
3. CONSTRUCTION IS SCHEDULED TO BEGIN WINTER 2018 / 2019.
4. ALL EXISTING CHANNELS TO BE FILLED SHALL HAVE ALLUVIUM EXCAVATED
AND STOCKPILED FOR THE USE IN RIFFLES PRIOR TO FILLING.
5. ALL DISTURBED STREAM BANKS SHALL BE SEEDED, MULCHED, MATTED AND
LIVE STAKED UNLESS OTHERWISE NOTED.
REVISIONS 11
NO. DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/18N1
PREPARED FOR:
STREAM CONVENTIONAL SYMBOLS
77
CONSTRUCTION SEQUENCE PROJECT# SHEET NO.
103 t1A
�voo�,l�1cr.
ROCK J -HOOK Jhi
— SF — SAFETY FENCE
h'anr.47rw�1p!:itewrt�lUa 3{TM5:4
2631 REYNOLDA RD, SUITE A,
ROCK VANE Rv
— TP — TAPE FENCE
SYMBOLOGY/
[phone]
P.O. BOX 218
NOTES
OFFSET ROCK CROSS VANE ov
—III — SILT FENCE
ROCK CROSS VANE xv
ce CONSERVATION EASEMENT
TEMPORARY SILT CHECK
--20-- EXISTING MAJOR CONTOUR
CONSTRUCTION SEQUENCE
ROOT WAD
EXISTING MINOR CONTOUR
The following construction sequence shall be followed by the Contractor.
Q®
GRADE CONTROL LOG J -HOOK LJH
------- LIMITS OF DISTURBANCE
1. Prior to beginning any land disturbing activities, notification and approval must be
®
LOG VANE Lv
— — — BANKFULL BENCH (GRADE)
granted from the US Army Corp of Engineers, and NC Division of Water Resources.
2. The Contractor shall contact North Carolina "One Call" Center (1.800.632.4949) before
®
LOG STEP LS
— — PROPERTY LINE
any excavation.
O�0
ROCK STEP Rs
: ACCESS ROAD
3. The Contractor will mobilize equipment and materials to the site using the existing access
road off Amosridge Road.
LOG CROSS VANE xv
10+00
I STREAM THALWEG
4. The Contractor will utilize existing entrances, paths, and roads to the extent possible.
CONSTRUCTED CASCADE cc
Any necessary stream crossings shall consist of timber mat crossings and be bordered by
STREAM TOP OF BANKS
silt fence.
CONSTRUCTED RIFFLE
FOOT BRIDGE
5. Contractor will store all equipment and materials in staging and stockpile areas.
6. Any stockpiled soil material shall be boarded by silt fence.
�o o
BOULDER CLUSTER
_J TEMPORARY STREAM CROSSING
7. A pump -around operation shall be utilized for all in channel work. Work shall be
LOG ROLLER LR
u PERMANENT FORD STREAM CROSSING PFc
O
conducted in the dry.
^
8. Immediately upon completion of bank grading, the slope will be reseeded, mulched, and
® TRANSPLANTED VEGETATION
matted with erosion control matting unless another treatment is shown in the design
��Y�111�Y11
WI�YW
GRADE CONTROL WOODY RIFFLE w�
plans.
TREE REMOVAL
9. Upon completion of each section of the channel repair, all disturbed floodplain areas
'� TREE PROTECTION
including staging areas and haul roads, shall be seeded and covered with mulch. Trees
TOEWOOD WITH GEOLIFT O
GEOLIFT
shall be planted in accordance with the vegetation selection and the plans. Permanent
seeding mixtures shall be applied as shown on the plans. Temporary seeding shall be
SOD MATS sM
CHANNEL FILL / DITCH PLUG
applied in all disturbed areas and areas within the work area susceptible to erosion (i.e.
disturbed ditch banks, steep slopes, and spoil areas).
® GRADE BANK 2:1 OR FLATTER
10. Contractor shall not disturb stable sections of the channel as directed by the Engineer.
DEBRIS JAM DJ -T#
�,-ns-
- =; EXISTING WETLANDS
11. All areas should be seeded and mulched before leaving the project reach. Remove
temporary stream crossings and any in -stream temporary rock dams. All waste material
must be removed from the project site.
SINGLE WING DEFLECTOR
12. The contractor shall plant woody vegetation and live stakes, according to planting details
and specifications. They should complete the reforestation (bare root planting) phase of
c
DOUBLE WING DEFLECTOR
the project and apply permanent seeding at the appropriate time of the year.
DW
13. The contractor shall ensure that the site is free of trash and leftover materials before
moving on to a new section of channel.
"*NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
GENERAL NOTES
1. THE CONTRACTOR IS REQUIRED TO INSTALL INSTREAM STRUCTURES USING
A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO PLACE
BOULDERS, AND LOGS.
2. WORK IS BEING PERFORMED AS AN ENVIRONMENTAL RESTORATION PLAN.
THE CONTRACTOR SHOULD MAKE ALL REASONABLE EFFORTS TO REDUCE
SEDIMENT LOSS AND MINIMIZE DISTURBANCE OF THE SITE WHILE
PERFORMING THE CONSTRUCTION WORK.
3. CONSTRUCTION IS SCHEDULED TO BEGIN WINTER 2018 / 2019.
4. ALL EXISTING CHANNELS TO BE FILLED SHALL HAVE ALLUVIUM EXCAVATED
AND STOCKPILED FOR THE USE IN RIFFLES PRIOR TO FILLING.
5. ALL DISTURBED STREAM BANKS SHALL BE SEEDED, MULCHED, MATTED AND
LIVE STAKED UNLESS OTHERWISE NOTED.
REVISIONS 11
NO. DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/18N1
PREPARED FOR:
4 N RCS
�voo�,l�1cr.
11��11.1 VI,F
h'anr.47rw�1p!:itewrt�lUa 3{TM5:4
2631 REYNOLDA RD, SUITE A,
USDA SERVICE CENTER
WINSTON-SALEM, NC 27106
220 COOPER STREET
[phone]
P.O. BOX 218
DOBSON, NC 27017
SOUTH CROOKED CREEK
STOKES COUNTY, NC
PREPARED IN THE OFFICE OF:
IraECOSYSTEM
PLANNING &
' RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

TYPICAL SECTIONS
"B" TYPE CHANNELS
VARIES WBKF VARIES
T � - - - N
S ABKF O
2
sr
W1 W2
0
"C" TYPE CHANNELS
WBKF VARIEf
g ABKF p
2 N
SI
wr Wz
0
TYPICAL RIFFLE CROSS SECTION
TYPICAL RIFFLE CROSS SECTION
4� WPOOL X.\\�r\�r\�r\�..� 4,7 VARIES WPOOL
- _
D3 S3
d m APOOL 6
APOOL 0 p D4 `S4 5
Sq
S3 W3 W4 W5 W6
W3 W4
TYPICAL POOL RIGHT CROSS SECTION
TYPICAL POOL CROSS SECTION
B STREAM TYPE TYPICAL CROSS SECTION DIMENSIONS
Stream Station
RIFFLES
ABKF WBKF W1 W2 Dl D2 S1 S2
POOLS
APool WPool W3 W4 D3 D4 S3 S4
UTI 10+00 to 20+77
4.0 1 7.2 1 1.7 1 1.3 1 0.1 1 0.6 1 21:1 1 2:1
9.6 1 9.4 1 1.7 1 3.0 1 0.0 1 1.5 1 N/A 2:1
PROJECT SHEET NO.
103 2
DETAILS
C STREAM TYPE TYPICAL CROSS SECTION DIMENSIONS
Stream Station
RIFFLES
ABKF WBKF W1 W2 D1 D2 S1 S2
POOLS
APool WPool W3 W4 W5 W6 D3 D4 S3 S4 S6
South Crooked Creek
10+00 to 28+00
17.0 1 14.9 1 5.0 1 2.4 1 0.4 1 1.2 1 13:1 1 2:1
36.2 1 22.3 1 6.6 1 6.6 1 5.2 1 4.0 1 1.3 1 1.3 1 5:1 1 5:1 1 2:1
USDA SERVICE CENTER
28+00 to 32+11
19.5 1 16.1 1 5.6 1 2.5 1 0.5 1 1.3 1 12:1 1 2:1
40.1 1 24.2 1 7.0 1 7.0 1 4.7 1 5.6 1 1.4 1 1.4 1 5:1 1 5:1 1 2:1
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
I ISSUED FOR PERMITTING JB KLT 11/9/18N1 4
PREPARED FOR:
I it
RCS�voa�,i�1c_
r
IIS�II.�VIF
h'anr.47rw�1ptiite!m�lUa 3{�1.5:ry
2631 REYNOLDA RD, SUITE A,
USDA SERVICE CENTER
WINSTON-SALEM, NC 27106
220 COOPER STREET
[phone]
P.O. BOX 218
16.
DOBSON, NC 27017
SOUTH CROOKED CREEK
STOKES COUNTY, NC
PREPARED IN THE OFFICE OF:
IraECOSYSTEM
PLANNING &
' RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

OFFSET ROCK CROSS VANE SPECIFICATIONS
MATERIALS: SPECIFICATIONS:
SPECIFICATIONS.
TYPE: GRANITE OR COMPARABLE
TYPE: GRANITE OR COMPARABLE
SIZE: 3FTX2FTX 2FT
BOULDER
2631 REYNOLDA RD, SUITE A,
TYPE: HARDWOOD
NUMBER OF HEADER ROWS: 1
SIZE: 12 INCH 0 MIN.
NUMBER OF FOOTER ROWS: 1
NUMBER OF HEADER LOGS: 1
TYPE: TYPE 2 NON -WOVEN
FILTER FABRIC
WIDTH UPSTREAM: 6 FT MINIMUM
STONE BACKFILL
CLASS A, CLASS B AND ON-SITE ALLUVIUM (EVEN MIX)
NOTES FOR OFFSET ROCK CROSS VANE
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON THE
STRUCTURES TABLE SHEET.
2. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL
ON UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBANK.
3. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE DESIGN
DIMENSIONS AND ELEVATIONS.
4. USE HAND PLACED STONE TO FILL GAPS ON UPSTREAM SIDE OF HEADER
AND FOOTER ROCKS.
5. PLACE FILTER FABRIC BEGINNING ATTHE TOP OF HTE HEADER ROCKS AND
EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS, THEN OUTWARD
THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
6. INSTALL STONE BACKFILL AS SHOWN, TO THE ELEVATION OF THE
TOP HEADER ROCK.
LOG VANE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS.
voa�,I1cr.
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 3 FT X 2 FT X 2 FT
2631 REYNOLDA RD, SUITE A,
TYPE: HARDWOOD
LOGS
SIZE: 12 INCH 0 MIN.
[phone]
NUMBER OF HEADER LOGS: 1
NUMBER OF FOOTER LOGS: 1
TYPE: TYPE 2 NON -WOVEN
FILTER FABRIC
WIDTH UPSTREAM: 6 FT MINIMUM
STONE BACKFILL
CLASS A, CLASS B AND ON-SITE ALLUVIUM (EVEN MIX)
NOTES FOR LOG VANE STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
THE STRUCTURE TABLES SHEET.
2. LOGS SHOULD BE STRAIGHT, HARDWOOD, AND NOT ROTTEN.
3. BOULDERS MUST BE OF SUFFICIENT SIZE TO ANCHOR LOGS.
4. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOGS.
S. BOULDER SHOULD BE PLACED ON TOP OF HEADER LOG FOR ANCHORING.
6. FILTER FABRIC SHOULD BE NAILED TO THE LOG BELOW THE BACKFILL.
7. INSTALL STONE BACKFILL BEHIND THE LOGS.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/18
0',
Oy
Z
�o
01
r
im
1/3 BOTTOM -
WIDTH
OUTSIDE ARM
LOG
BELOW STRE
OFFSET ROCK CROSS VANE D
INSIDE ARM
— NO GAPS BETWEEN ROCKS
_ SCOUR POOL (EXCAVATED)
PER DIRECTION OF ENGINEER
PLAN VIEW
0 - ELEVATION POINT (SEE STRUCTURE TABLES)
PLAN VIEW
HEADER ROCK
BANKFULL
2
FLOW
3 ARM SLOPL
STONE BACKFILL
FOOTER ROCK
FILTER FABRIC
PROFILE VIEW A -A'
VANE OUTSIDE ARM
HEADER ROCK
STONE BACKFILL
FILTER FABRIC -/FOOTER ROCK
LOG VANE LV
3URIED IN
STREAMBANK
AT LEAST 5'
0 - ELEVATION POINT (SEE STRUCTURE TABLES)
PREPARED FOR:
I V
4 RICE'
voa�,I1cr.
I��11.111I�
h'anr.47rw�1p!:itewrt'alba }YaS:r
2631 REYNOLDA RD, SUITE A,
USDA SERVICE CENTER
WINSTON-SALEM, NC 27106
220 COOPER STREET
[phone]
P.O. BOX 218
DOBSON, NC 27017
SOUTH CROOKED CREEK
STOKES COUNTY, NC
SECTION B - B'
VANE ARM CROSS SECTION
FLOW
OW 1 s
STREAMBED aRM S�-OPE i
BOULDER i
2 c
FOOTER LOG
HEADER LOG
PROFILE VIEW A -A'
STONE BACKFI
HEADER LOG— -
FOOTER LOG FILTER
FABRIC
SECTION B - B'
PREPARED IN THE OFFICE OF:
IraECOSYSTEM
PLANNING &
' RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT # SHEET NO.
103 2A
DETAILS
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

LOG J -HOOK VANE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
voo�,I1cr
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 3 FT X 2 FT X 2 FT
2631 REYNOLDA RD, SUITE A,
TYPE: HARDWOOD
LOGS
SIZE: 12 INCH 6 MIN.
[phone]
NUMBER OF HEADER LOGS: 1
FILTER FABRIC
NUMBER OF FOOTER LOGS: 1
STONE BACKFILL
TYPE: TYPE 2 NON -WOVEN
FILTER FABRIC
WIDTH UPSTREAM: 6 FT MINIMUM
STONE BACKFILL
CLASS A, CLASS B AND ON-SITE ALLUVIUM (EVEN MIX)
NOTES FOR LOG J -HOOK VANE STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
THE STRUCTURE TABLES SHEET.
2. LOGS SHOULD BE STRAIGHT, HARDWOOD, AND NOT ROTTEN.
3. BOULDERS MUST BE OF SUFFICIENT SIZE TO ANCHOR LOGS
4. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOGS.
5. BOULDER SHOULD BE PLACED ON TOP OF HEADER LOG FOR ANCHORING.
6. FILTER FABRIC SHOULD BE NAILED TO THE LOG BELOW THE BACKFILL.
7. INSTALL STONE BACKFILL AS SHOWN, TO THE ELEVATION OF THE
TOP HEADER ROCK.
0 - ELEVATION POINT (SEE STRUCTURES TABLE)
ROCK CROSS VANE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
voo�,I1cr
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 2 FT X 2 FT X 3 FT
2631 REYNOLDA RD, SUITE A,
NUMBER OF HEADER ROWS: 7
WINSTON-SALEM, NC 27106
NUMBER OF FOOTER ROWS: 1
[phone]
TYPE: TYPE 2 NON -WOVEN
FILTER FABRIC
WIDTH UPSTREAM: 6 FT MINIMUM
STONE BACKFILL
CLASS A, CLASS B AND ON-SITE ALLUVIUM (EVEN MIX)
NOTES FOR CROSS VANE STRUCTURES:
1. DIG ATRENCH BELOW THE STREAM BED FOR FOOTER AND HEADER
ROCKS, FILTER FABRIC AND STONE BACKFILL.
2. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE
DESIGN DIMENSIONS AND ELEVATIONS.
3. USE HAND PLACED STONE TO FILL GAPS AND VOIDS ON UPSTREAM
SIDE OF THE HEADER AND FOOTER ROCKS.
4. PLACE FILTER FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS
AND EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS, THEN
OUTWARD THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
5. INSTALL STONE BACKFILL AS SHOWN, TO THE TO THE ELEVATION OF
THE TOP OF THE HEADER ROCK.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/18
BELOW
LOG J -HOOK VANE 3
A
_)GS BURIED IN
STREAMBANK
AT LEAST 5'
PLAN VIEW
0 - ELEVATION POINT (SEE STRUCTURE TABLES)
INVERT
LFOOTER—
ROCK SILL
B'
PLAN VIEW
PREPARED FOR:
I it
4 RICS
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I��11.111I�
h'anr.47rw�1p!:itewrt'alba 3na5:!
2631 REYNOLDA RD, SUITE A,
USDA SERVICE CENTER
WINSTON-SALEM, NC 27106
220 COOPER STREET
[phone]
P.O. BOX 218
DOBSON, NC 27017
7
ROCK CROSS VANE GV
FLS 1
STREAMBED 0�5 BOULDER2
s•� '�%�% FOOTER LOG
HEADER LOG
s �
PROFILE VIEW A - A'
STONE BACKFI
a FLOW
HEADER LOG
FOOTER LOG FILTER
FABRIC
SECTION B - B'
HEADER ROCK
TOP OF BANK / BANKFULL (SEE NOTE 1)
FLOW may- 2,6 1.7
3,5 4% -7°°
STONE BACKFILL
FOOTER ROCK
FILTER FABRIC
PROFILE VIEW A -A'
VANE ARM
STONE BA(
STONE BACKFILL
FILTER F
SOUTH CROOKED CREEK
STOKES COUNTY, NC
PROFILE VIEW B - B'
INVERT
PREPARED IN THE OFFICE OF:
IraECOSYSTEM
PLANNING &
' RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT # SHEET NO.
103 2B
DETAILS
TRIM FILTER FABRIC EVEN WITH
FRONT EDGE OF HEADER ROCK
�1—HEADERROCK
FOOTER ROCK
SECTION C - C'
INVERT AND POOL
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

Z
0
0
TOP OF
CONSTRUCTED RIFFLE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
WIDTH COIR FIBER
TYPE: HARVESTED ON-SITE OR COMPARABLE
RIFFLE BED MATERIAL
SIZE: CLASS A, CLASS B AND ON-SITE ALLUVIUM (EVEN MIX)
THICKNESS: 16 INCHES MIN.
COIR FIBER MATTING
SEE DETAIL
NOTES FOR CONSTRUCTED RIFFLE STRUCTURES:
1. GRADE STREAMBED AND BANKS TO PROPOSED DIMENSIONS PER
TYPICAL CROSS-SECTION AND PROFILE.
2. EXCAVATE TRENCH BELOW PROPOSED STREAMBED ELEVATION
EQUAL TO OR GREATER THAN RIFFLE THICKNESS.
3. INSTALL COIR FIBER MATTING ALONG STREAMBANKS ENSURING
MATTING IS SUFFICIENTLY TRENCHED ALONG TOE OF BANK.
4.FILL TRENCH WITH RIFFLE BED MATERIAL TO FINAL DESIGN STREAM GRADE.
DITCH PLUG
PLAN VIEW
UNCOMPACTED BACKFILL
COMPACTED BACKFILL— 0.5' MINIMUM
N PLAN SHEETS
fOP OF BANK
lkFINISH GRADE
1
DITCH INVERT
SECTION A - A'
NOTE:
COMPACT BACKFILL USING ON-SITE HEAVY EQUIPMENT IN 10 INCH LIFTS.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/18
u-w)uIkC_f-
[NEI I.1�-! 1 F
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
BI
CONSTRUCTED RIFFL
BOTTOM
WIDTH
V
n
PLAN VIEW
-OE OF BANK
B'
PROJECT # SHEET NO.
E cR 103 2C
HEAD OF RIFFLE DETAILS
FLOW
7 R/FELE F
RIFLETHICKNESS
2
0 —
RIFFLE BED MATERIAL POOL
PROFILER -A'
Z - ELEVATION POINT (SEE STRUCTURE TABLES)
%0-jI V
RICS
h'anr.4 irw�l p!:itewrt'al pa y -n.5:!
USDA SERVICE CENTER
220 COOPER STREET
P.O. BOX 218
LIVE STAKING
SECTION A - A'
A
OF STREAMBANK
PLANT STAKES FROM TOP OF BANK TO TOE
OF BANK IN A DIAMOND SHAPED STAGGERED
LIVE STAKE PATTERN TO SPECIFIED SPACING
TOE OF SLOPE
A'
PLAN VIEW
SQUARE
BUDS FACING
LIVE CUTTING MIN.
ANGLE CUT 30-.
LIVE STAKE SPACING PLAN VIEW
SOUTH CROOKED CREEK
STOKES COUNTY, NC
NOTES:
2'- 3' LENGTH
LIVE STAKE DETAIL
1 . STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY,
2. DO NOT INSTALL STAKES THAT HAVE BEEN SPLIT.
3. STAKES MUST BE INSTALLED WITH BUDS POINTING UPWARDS.
4. STAKES SHOULD BE INSTALLED PERPENDICULAR TO BANK.
5. STAKES SHOULD BE 1/2 TO 2 INCHES IN DIAMETER AND 2 TO 3 FT LONG.
6. STAKES SHOULD BE INSTALLED LEAVING 1/5 OF STAKE ABOVE GROUND.
PREPARED IN THE OFFICE OF:
IraECOSYSTEM
PLANNING &
' RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
BOTTOM
WIDTH COIR FIBER
COIR FIBER
MATTING
MATTING
(SEE DETAIL)
FILE BED MATERIAL (SEE DETAIL)
TOP OF BANK
TOE OF BANK
n
COIR FIBER MATTING SHOULD BE
RIFFLE THICKNESS
TRENCHED THROUGH RIFFLE BED MATERIAL
RIFFLE BED MATERIAL
SECTION B - B'
Z - ELEVATION POINT (SEE STRUCTURE TABLES)
%0-jI V
RICS
h'anr.4 irw�l p!:itewrt'al pa y -n.5:!
USDA SERVICE CENTER
220 COOPER STREET
P.O. BOX 218
LIVE STAKING
SECTION A - A'
A
OF STREAMBANK
PLANT STAKES FROM TOP OF BANK TO TOE
OF BANK IN A DIAMOND SHAPED STAGGERED
LIVE STAKE PATTERN TO SPECIFIED SPACING
TOE OF SLOPE
A'
PLAN VIEW
SQUARE
BUDS FACING
LIVE CUTTING MIN.
ANGLE CUT 30-.
LIVE STAKE SPACING PLAN VIEW
SOUTH CROOKED CREEK
STOKES COUNTY, NC
NOTES:
2'- 3' LENGTH
LIVE STAKE DETAIL
1 . STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY,
2. DO NOT INSTALL STAKES THAT HAVE BEEN SPLIT.
3. STAKES MUST BE INSTALLED WITH BUDS POINTING UPWARDS.
4. STAKES SHOULD BE INSTALLED PERPENDICULAR TO BANK.
5. STAKES SHOULD BE 1/2 TO 2 INCHES IN DIAMETER AND 2 TO 3 FT LONG.
6. STAKES SHOULD BE INSTALLED LEAVING 1/5 OF STAKE ABOVE GROUND.
PREPARED IN THE OFFICE OF:
IraECOSYSTEM
PLANNING &
' RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

TOE OF BANF
BANKFULL
A LOG ROLLER LR
—BANKFULL
TOE OF BANK
B'
/ BURY INTO BED/BANK
5 FEET OR GREATER
(TYPICAL)
B
MATERIALS:
SPECIFICATIONS.
RIFFLE BED MATERIAL
SEE CONSTRUCTED RIFFLE DETAIL
I��11.111I�
TYPE: HARDWOOD
LOGS
SIZE: LENGTH = 2 X WBKF, 12" DIA.
12" DIAMETER � /
SCOUR
I POOL i
[phone]
OR GREATER
TYPE: TYPE 2 NON -WOVEN
FILTER FABRIC
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR LOG ROLLER STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
THE STRUCTURE TABLES SHEET. NUMBER OF LOGS MAY VARY.
2. LOGS SHOULD BE STRAIGHT, HARDWOOD, AND NOT ROTTEN.
PROTECT BANK USING TOE WOOD
4. FILTER FABRIC SHOULD BE NAILED TO THE LOG BELOW THE BACKFILL.
5. RIFFLE STATIONS AND ELEVATIONS (1 & 5) ARE SHOWN ON BOTH THE
STRUCTURE TABLES FOR LOG ROLLERS AND CONSTRUCTED RIFFLES
(SEE DETAIL)
BACKFILL WITH
C
r
�Q
CONSTRUCTED RIFFLE
MATERIAL
wo
(SEE DETAIL)
o
0
70°-80°
3
%
C,
SCOUR
POOL
BURY INTO BED/BANK
/
5 FEET OR GREATER
(TYPICAL)
1.1-1.2X
RIFFLE WIDTH
IN POOL AREAS
D
o+
70°-80°
4
i
D
/
i
I SCOUR
POOL
5
LOG ROLLER SPECIFICATIONS
MATERIALS:
SPECIFICATIONS.
RIFFLE BED MATERIAL
SEE CONSTRUCTED RIFFLE DETAIL
I��11.111I�
TYPE: HARDWOOD
LOGS
SIZE: LENGTH = 2 X WBKF, 12" DIA.
WINSTON-SALEM, NC 27106
NUMBER OF HEADER LOGS: 1
[phone]
NUMBER OF FOOTER LOGS: 1
TYPE: TYPE 2 NON -WOVEN
FILTER FABRIC
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR LOG ROLLER STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
THE STRUCTURE TABLES SHEET. NUMBER OF LOGS MAY VARY.
2. LOGS SHOULD BE STRAIGHT, HARDWOOD, AND NOT ROTTEN.
3. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOGS.
4. FILTER FABRIC SHOULD BE NAILED TO THE LOG BELOW THE BACKFILL.
5. RIFFLE STATIONS AND ELEVATIONS (1 & 5) ARE SHOWN ON BOTH THE
STRUCTURE TABLES FOR LOG ROLLERS AND CONSTRUCTED RIFFLES
IF APPLICABLE.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/18
�-► A'
FLOW
I
PLAN VIEW
0 - ELEVATION POINT (SEE STRUCTURE TABLES)
PREPARED FOR:
I V
4 RICS
voa�,I1cr.
I��11.111I�
h'anr.47rw�1p!:itewrt'alba 3na5:!
2631 REYNOLDA RD, SUITE A,
USDA SERVICE CENTER
WINSTON-SALEM, NC 27106
220 COOPER STREET
[phone]
P.O. BOX 218
DOBSON, NC 27017
A
1-
F�Ow
THALWEG
\ A'
BACKFILL WITH
CONSTRUCTED RIFFLE FILTER FABRIC
MATERIAL (TYPICAL)
(SEE DETAIL)
SECTION A - A'
�1
MIN.
SECTION B - B`
VARIES
RIFFLE MAX DEPTH HEADER LOG
SEE TYPICAL CROSS SECTION DIMENSIONS
1�
3
MIN.
FOOTER LOG
5'
MIN.
SECTION C - C'
SOUTH CROOKED CREEK
STOKES COUNTY, NC
btl. 1 luIV U - U'
PREPARED IN THE OFFICE OF:
IraECOSYSTEM
PLANNING &
' RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT # SHEET NO.
103 2D
DETAILS
SECTION DIMENSIONS
SECTION DIMENSIONS
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

.CAVATE CUT TRENCH (SEE NOTE 3)
TOE WOOD WITH GEOLIFT TW
_-A
NSTALL ROOTWADS
'ERPENDICULAR TO FLOW
SEE NOTE 4)
PLAN VIEW - 1
TRENCH EXCAVATION
COIR FIBER MATTING
COMPACTED BACKFILL
UNDISTURBED
EARTH
COIR FIBER
MATTING 4'
SEESTRUCTURE
TABLES
PLAN VIEW - 2
ROOTWAD INSTALLATION
LIVE CUTTINGS PLACED UNDERNEATH
COIR FIBER MATTING
GEOLIFTS-5 FT WIDE AND 1 FT THICK.
(OR UP TO THE BANKFULL ELEVATION)
ENCASE IN COIR FIBER MATTING
(SEE SPECIFICATIONS)
—SIVE CUTTINGS
DENSE BRUSH LAYER:
CONSISTING OF LIMBS,
BRANCHES, SMALL LOGS
ON-SITE ALLUVIUM
WIDTH
SEESTRUCTURETABLES
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/18
1,3
BASEFLOW
\7
- UNCONSOLIDATED BACKFILL:
SOIL AND COBBLE
ROOTWAD
FINISHED BED J
ELEVATION
SECTION VIEW
-ELEVATION POINT (SEE STRUCTURE TABLES)
PREPARED FOR:
MATERIALS:
I V
4 RICS
voa�lcr.
TYPE: BRUSH MATERIAL
I1��I 1.1, 1 I �
h'anr.4 irw�l pti ite!m�l Ua 3{1.5:!
2631 REYNOLDA RD, SUITE A,
USDA SERVICE CENTER
WINSTON-SALEM, NC 27106
220 COOPER STREET
[phone]
P.O. BOX 218
NOTES FOR TOE WOOD STRUCTURES:
DOBSON, NC 27017
SOUTH CROOKED CREEK
STOKES COUNTY, NC
PLAN VIEW - 3
BRUSH LAYER INSTALLATION
PROJECT # SHEET NO.
103 2E
DETAILS
INSTALL BRUSH MATERIAL (SEE NOTE 5).
AFTER BRUSH LAYER HAS BEEN COMPLETED
INSTALL SOIL LAYER (NOTE 6) AND COVER
WITH COIR FIBER MATTING (NOTE 7).
PLACE LIVE CUTTINGS IN LAYER ON TOP
OF COIR FIBER MATTING (SEE NOTE 8).
TOE WOOD SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
BRUSH MATERIAL
TYPE: BRUSH MATERIAL
SIZE: MIN. 5 FT LONG. 1 INCH DIAMETER
ROOTWAD MATERIAL
TYPE: HARDWOOD
SIZE: MIN. 6 FT LONG MIN. 12 INCH DIAMETER
COIR FIBER MATTING
SEE DETAIL
NOTES FOR TOE WOOD STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON THE
STRUCTURE TABLES SHEET.
2. DIG ATRENCH ALONG BANK WHERE TOE WOOD IS TO BE INSTALLED
TO THE DEPTH AND WIDTH SPECIFIED IN THE DETAILS AND STRUCTURE
TABLES. IF TOE WOOD IS BEING PLACED IN A LOCATION WHERE THERE IS
NOT EXISTING GROUND, PLACE FILL MATERIALAND COMPACT TO FORM
THE TRENCH FOR THE TOE WOOD MATERIALS.
3. EXCAVATE TRENCH BELOW TOEWOOD GRADE (PLAN VIEW 1). TO ELEVATION
POINTS 2 AND 4.
4. INSTALL ROOTWADS PERPENDICULAR TO THE FLOW AS SHOWN IN PLAN VIEW 2.
5. INSTALL BRUSH MATERIAL INCLUDING BRANCHES, LOGS,
AND BRUSH, OF AT LEAST 1 "IN DIAMETER. LARGE
AND SMALL MATERIALS SHALL BE MIXED, PLACED IN LAYERS NO MORE
THAN 1 FOOT DEEP, COVERED IN ATHIN LAYER OF ONSITE ALLUVIUM, AND
COMPACTED BEFORE PLACING THE NEXT LAYER OF TOE WOOD MATERIAL.
CONTINUE PLACING MATERIALS TO FORM A DENSE LAYER OF WOODY
MATERIALS AND ONSITE ALLUVIUM TO THE DEPTH AND ELEVATIONS SPECIFIED
(PLAN VIEW 3).
6. PLACE AN UNCONSOLIDATED LAYER OF SOIL AND COBBLE ON TOP OF BRUSH
LAYER.
7. COVER SOIL AND COBBLE LAYER IN COIR FIBER MATTING.
8. INSTALL LIVE CUTTINGS, INCLUDING BRANCHES AND BRUSH, AT LEAST 5 FEET
IN LENGTH, AND AT LEAST 1 INCH IN DIAMETER.
9. CONSTRUCT GEOLIFTS OR PLACE TRANSPLANTS AS SPECIFIED OR DIRECTED
BY THE ENGINEER) TO REBUILD THE STREAMBANK ABOVE THE TOE WOOD LAYER.
10. ROOTWADS CAN BE REPLACED WITH LARGER LOGS TO FORM THE BRUSH
FOUNDATION PER THE DIRECTION OF THE ENGINEER.
PREPARED IN THE OFFICE OF:
IraECOSYSTEM
PLANNING &
' RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

z
0
NOTES:
1. IN AREAS TO BE MATTED, ALL SEEDING, SOIL
AMENDMENTS, AND SOIL PREPARATION MUST BE
COMPLETED PRIOR TO PLACEMENT OF COIR
FIBER MATTING.
I I
Cin
I�
I I
I —
I
1. INSERT PLANTING BAR AS
SHOWN AND PULL HANDLE
TOWARD PLANTER.
I_ I
I I LIE
4. PULL HANDLE OF BAR TOWARD
PLANTER, FIRMING SOIL AT
BOTTOM.
SMALL ANCHORS ON
2'CENTERS
COIR FIBER
MATTING
ANCHORS ON -
2' - 3' CENTERS
STREAM BED
BACKFILL WITH —
STREAMBED MATERIAL
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/18
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
2. REMOVE PLANTING BAR AND
PLACESEEDING AT CORRECT
DEPTH.
-1 ILL==III
JII IL=ILL=III
III=11 I L L --I I I
��I III
5. PUSH HANDLE FORWARD
FIRMING SOIL AT TOP.
�2 INCH
_ - I
3. INSERT PLANTING BAR 21NCHES
TOWARD PLANTER FROM SEEDING.
- I
I
6. LEAVE COMPATION HOLE
OPEN. WATER THOROUGHLY.
MATTING SMALL ANCHOR TRENCH COIR FIBER MATTING
IN TRENCH r ON V CENTERS
ANCHOR OVERLAP
ON 1' CENTERS
LARGE
ANCHORSON
3'CENTERS ALONG CENTER
LARGE
ANCHORSON
2'CENTERS ALONG TOE
—1 F— 6" OVERLAY(MIN)
PLAN VIEW
18"-24"
F (TYP) FLOODPLAIN/
EXISTING
BACKFILL GROUND
6" MIN
SMALL ANCHORS ON
a1'CENTERS
IN TRENCH
MATTING SHALL BE
PLACED IN TRENCH,
BACKFILLED, AND COMPACTED
6" BURIED BELOW STREAMBED
TYPICAL CROSS SECTION
PREPARED FOR:
I it
4 RICS
voa�lcr
2631 REYNOLDA RD, SUITE A,
USDA SERVICE CENTER
WINSTON-SALEM, NC 27106
220 COOPER STREET
[phone]
P.O. BOX 218
DOBSON, NC 27017
PLANTING NOTES:
PLANTING BAG tAA,
DURING PLANTING, SEEDLINGS SHALL
BE KEPT IN A MOIST CANVAS BAG OR
SIMILAR CONTAINER TO PREVENT
THE ROOT SYSTEMS FROM DRYING.
KBC PLANTING BAR
PLANTING BAR SHALL HAVE A BLADE
WITH A TRIANGULAR CROSS SECTION,
AND SHALL BE 12 INCHES LONG,
4 INCHES WIDE AND 1 INCH THICK
AT CENTER.
ROOT PRUNING
ALL SEEDLINGS SHALL BE ROOT PRUNED,
IF NECESSARY, SO THAT NO ROOTS
EXTEND MORE THAN 10 INCHES BELOW
THE ROOT COLLAR.
MATTING PLACEMENT
SEE PLAN VIEW SHEET FOR MATTING LOCATIONS
TYPICAL MATTING PLAN VIEW
SOUTH CROOKED CREEK
STOKES COUNTY, NC
PREPARED IN THE OFFICE OF:
IraECOSYSTEM
PLANNING &
' RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT # SHEET NO.
103 2F
DETAILS
LARGE ANCHORS
2" X 2" (NOMINAL)
WOODEN STAKE
1"
2"
2"
24"
f
SMALLANCHORS
WOODEN STAKE
ANCHOR OPTIONS
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

INSET
CLASS B RIPRAP OVERLAIN
WITH CLASS A RIPRAP
PERMANENT FORD STREAM CROSSING PFC
NOTES:
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW.
2. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT ON-SITE
BEFORE WORK BEGINS.
3. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS.
COMPLETE ONE SIDE BEFORE STARTING ON THE OTHER SIDE.
4. INSTALL STREAM CROSSING AT RIGHT ANGLE TO THE FLOW.
5. DIVERT ALL SURFACE RUNOFF FROM CONSTRUCTION SITE
ONTO UNDISTURBED AREAS ADJOINING THE STREAM.
6. ALIGN ROAD APPROACHES WITH THE CENTERLINE OF THE
CROSSING FOR A MINIMUM DISTANCE OF 30 FEET.
7. GRADE SLOPES TO A 5:1 SLOPE OR FLATTER. TRANSPLANT
SOD FROM ORIGINAL STREAMBANK ONTO SIDE SLOPES IF POSSIBLE.
S. MAINTAIN CROSSING SO THAT RUNOFF FROM THE CONSTRUCTION
ROAD DOES NOT ENTER EXISTING CHANNEL.
9. A STABILIZED PAD OF STONE BACKFILL, LINED WITH FILTER
FABRIC SHALL BE USED OVER ACCESS SLOPES.
10 ,
O. WIDTH OF THE CROSSING SHALL BE 20 FEET.
1 1. INSPECT STREAM CROSSING AFTER RUNOFF - PRODUCING RAINS TO
CHECK FOR BLOCKAGE IN CHANNEL, EROSION OF BANKS, CHANNEL SCOUR,
STONE DISPLACMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY TO
PREVENT FUTHER DAMAGE TO INSTALLATION.
I
SECON
0
A OI
PLAN VIEW
5.0 FT
MIN. 3"
OF, 0.5 FT
CLASS A
STONE
INSET
GRADE CONTROL WOODY RIFFLE WR
2IMARY LOGS
'ACE EVERY 6-7'
LOG
NOTES:
1. PRIMARY LOGS SHOULD BE AT LEAST 10" OR MORE IN DIAMETER, RELATIVELY STRAIGHT,
AND RECENTLY HARVESTED AND EXTENDING INTO THE BANK 5' ON EACH SIDE.
2. SECONDARY LOGS SHOULD BE AT LEAST 1 " IN DIAMETER AND NO LARGER THAN 6", AND EXTEND INTO THE BANK 2 FEET ON EACH SIDE.
WOOD MATERIAL SHALL BE VARYING DIAMETER TO ALLOW MATERIAL TO BE COMPACTED.
3. COIR FIBER MATTING CAN BE USED INSTEAD OF TRANSPLANTS OR LIVE STAKES, PER DIRECTION OF ENGINEER.
4. AFTER TRENCH HAS BEEN EXCAVATED A LAYER OF SECONDARY LOGS AND WOODY DEBRIS SHOULD BE PLACED WITH
MINIMAL GAPS. A LAYER OF ON-SITE ALLUVIUM SHOULD BE APPLIED TO FILL VOIDS BETWEEN SECONDARY LOGS
BEFORE ADDITIONAL LAYERS ARE PLACED.
5. TYPE 2 NON -WOVEN FILTER FABRIC SHALL BE INSTALLED ON THE UPSTREAM AND DOWNSTREAM MOST
PRIMARY LOGS AND EXTEND DOWN BELOW THE FOOTER LOGS AND UPSTREAM A MINIMUM OF 6 FEET.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/18
L uw
u-w)uIkC_f-
[NSI I.1�-! 1 F
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
m0iI V
RICS
h'anr.4 irw�l p!:itewrt'al pa y -n.5:!
USDA SERVICE CENTER
220 COOPER STREET
P.O. BOX 218
DOBSON, NC 27017
A
BACKFILL WITH
ON-SITE ALLUVIUM
HEADER LOG
FILTER FABRIC—J
SANDY SOIL BACKFILL i
SECONDARY LOGS AND WOODY DEBRIS
/
/
�A
ISOMETRIC VIEW OF GRADING
SURFACE FLOW DIVERSION
APPROX. 24" DEPTH
/r PRIMARY LOGS
MEADER LOG
•
O� O •
J12
SECTION A -A'
TRANSPLANTS OR LIVE STAKES
SEE TYPICAL SECTION FOR
CHANNEL DIMENSIONS
SET INVERT BASED ON
\
DESIGN STREAM PROFILE
�
v 1
5' MI
BURIED INTO
BANK
SECTION B - B'
SOUTH CROOKED CREEK
STOKES COUNTY, NC
5'MINIMUM
BURIED INTO
BANK
PREPARED IN THE OFFICE OF:
IraECOSYSTEM
PLANNING &
' RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
BANKFULL ELEVATION
HEADER LOG
FOOTER LOG
77
PROJECT # SHEET NO.
103 2G
DETAILS
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

LOG STEP SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
TYPE: HARDWOOD
TOP OF BANK
SIZE: LENGTH -2X WBKF, 12INCH 0MIN.
LOGS
NUMBER OF HEADER LOGS: 1
BASEFLOW
NUMBER OF FOOTER LOGS: 1
OOo
TYPE: TYPE 2 NON -WOVEN
FILTER FABRIC
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR LOG STEP STRUCTURES:
1. LOGS SHOULD BE AT LEAST 12 INCHES IN DIAMETER, RELATIVELY STRAIGHT,
HARDWOOD, AND RECENTLY HARVESTED.
2. LOGS >24 INCHES IN DIAMETER MAY BE USED ALONE WITHOUT AN ADDITIONAL
LOG. GEOTEXTILE FABRIC SHOULD STILL BE USED TO SEAL AROUND LOG
3. USE GEOTEXTILE FABRIC TO SEAL GAPS BETWEEN LOGS.
4. PLACE TRANSPLANTS FROM TOE OF STREAMBANK TO TOP OF STREAMBANK.
5. TRANSPLANTS CAN BE SUBSITUTED WITH COIR FIBER MATTING AT THE
DIRECTION OF THE ENGINEER.
REVISIONS
NO, DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/18
LOG STEP s
NokFS0lJkCF
[1vs771111-r_
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
%Ow N RC
N�unl Porirxen Coreewnon SeMor
USDA SERVICE CENTER
220 COOPER STREET
P.O. BOX 218
PROJECT # SHEET NO.
103 2H
DETAILS
TOP OF STREAMBANK
— FLOW
'OUR P001' BACKFILL (ON-SITE ALLUVIUM)
POOL WIDTH (SEE TY
BOTTOM OF BANK
C
TOP OF BANK
\ POOL
- : -
BASEFLOW
OOo
GEOTEXTILE FABRIC
HEADER LOG
5
A
- - - - - - - -
RIFFLE WIDTH
NokFS0lJkCF
[1vs771111-r_
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
%Ow N RC
N�unl Porirxen Coreewnon SeMor
USDA SERVICE CENTER
220 COOPER STREET
P.O. BOX 218
PROJECT # SHEET NO.
103 2H
DETAILS
TOP OF STREAMBANK
— FLOW
'OUR P001' BACKFILL (ON-SITE ALLUVIUM)
POOL WIDTH (SEE TY
HEADER LOG
C
SCOUR
\ POOL
- : -
BASEFLOW
OOo
GEOTEXTILE FABRIC
HEADER LOG
5
A
- - - - - - - -
RIFFLE WIDTH
(SEE TYP) T
TOP OF BANK
FOOTER LOG
PLAN VIEW
BOTTOM OF BANK
NokFS0lJkCF
[1vs771111-r_
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
%Ow N RC
N�unl Porirxen Coreewnon SeMor
USDA SERVICE CENTER
220 COOPER STREET
P.O. BOX 218
PROJECT # SHEET NO.
103 2H
DETAILS
TOP OF STREAMBANK
— FLOW
'OUR P001' BACKFILL (ON-SITE ALLUVIUM)
RIFFLE WIDTH (SEE TYP)
HEADER LOG
- : -
BASEFLOW
OOo
GEOTEXTILE FABRIC
HEADER LOG
FOOTER LOG
- - - - - - - -
FOOTER LOG
4' MINIMUM
SECTION A -A'
SECTION B -B'
/ C'
POOL WIDTH (SEE TYP)
BASEFLOW
'
4�—
— — COIR FIBER MATTING — COIR FIBER MATTING
LOG STEP
SOUTH CROOKED CREEK
STOKES COUNTY. NC
SECTION C -C'
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

STRUCTURE TABLES - SOUTH CROOKED CREEK
Log J -Hook Vane Structures - South Crooked Creek
Structure #
Sill
Length (ft)
Length (ft)
Outside Arm
Angle (deg)l
Slope (%)
Inert
Length (ft)
Length (ft)
Inside Arm
Angle (deg)
Slope (%)
Station (ft)
At Pt 3
Pt 1
Elevation (ft)
Pt 2 1 Pt 3
Pt 4
JV -1
4.0
15.4
22.0
5.2%
3.3
7.1
22.0
2.0%
16+17.30
1071.90
975.90
975.10
975.24
JV -2
4.0
15.4
22.0
5.2%
3.3
7.1
22.0
2.0%
17+10.80
1070.90
974.90
974.10
974.24
JV -3
4.0
15A
22.0
5.2%
3.3
7.1
22.0
2.0%
17+70.20
1070.20
974.20
973.40
973.54
JV -4
4.0
15.4
22.0
5.2%
3.3
7.1
22.0
2.0%
19+54.40
1068.10
972.10
971.30
971.44
JV -5
4.0
15.4
22.0
5.2%
3.3
7.1
22.0
2.0%
20+31.30
1067.20
971.20
970.40
970.54
JV -6
4.0
15.4
22.0
5.2%
3.3
7.1
22.0
2.0%
23+33.50
1064.20
968.20
967.40
967.54
JV -7
4.0
15.4
22.0
5.2%
3.3
7.1
22.0
2.0%
24+35.70
1063.50
967.50
966.70
966.84
JV -8
4.0
15.4
22.0
5.2%
3.3
7.1
22.0
2.0%
25+24.40
1062.80
966.80
966.00
966.14
JV -9
4.0
15.4
22.0
5.2%
3.3
7.1
22.0
2.0%
26+31.20
1061.80
965.80
965.00
965.14
JV -10
4.0
15.4
22.0
5.2%
3.3
7.1
22.0
2.0%
27+37.80
1060.55
964.55
963.75
963.89
JV -11
4.0
16.5
22.0
5.5%
3.8
7.6
22.0
2.0%
28+34.20
1059.53
963.53 j
962.63 j
962.78
JV -12
4.0
16.5
22.0
5.5%
3.8
7.6
22.0
2.0%
29+27.80
1058.49
962.49 1
961.59 1
961.74
JV -13 1
4.0
1 16.5
1 22.0 1
5.5% 1
3.8
7.6
22.0
2.0%
30+38.60
1057.22
961.22 1
960.32 1
960.47
Log Rollers - South Crooked Creek
Rock Cross Vane Structures - South Crooked Creek
Arm Sill I Inert Station (ft) Elevation (ft)
ructure # Length (ft) Angle (deg) Slope (%) Length (ft) Length (ft) At Pt 4 Pt 1 Pt 2 1 Pt3-7 Pt 4 I Pt 5 Pt 6 Pt 7
r-1 15.4 22 5.2% 1 4.0 3.3 10+12.37 983.80 983.80 1 983.00 1 983.00 1 983.00 983.80 983.80
Toe -Wood Protection Structures - South Crooked Creek
Top Riffle (Pt 1)
Log 1 (Pt 2)
Pool 1 (Pt 3)
Log 2 (Pt 4)
Pool 2 (Pt 5)
Log 3 (Pt 6)
Pool 3 (Pt 7)
Log 4 (Pt 8)
Pool 4 (Pt 9)
Bottom Riffle (Pt 12)
Structure#
Sta. (ft) Elev(ft.)
Sta. (ft) Elev(ft.)
Sta. (ft) Elev(ft.)
Sta. (ft) Elev(ft.)
Sta. (ft) Elev(ft.)
Sta. (ft) Elev(ft.)
Sta. (ft) Elev(ft.)
Sta. (ft) Elev(ft.)
Sta. (ft) Elev(ft.)
Sta. (ft) Elev(ft.)
LR -1
11+91.00 1 980.40
1 12+18.00 1 979.90
1 12+28.00 1 979.00 1
12+38.80 1 979.60
1 12+48.00 1 978.80
1 12+61.00 1 979.40
12+72.00 1 978.60
1 12+83.20 1 979.10
1 12+80.00 1 978.30 1
13+00.00 1 978.90
Rock Cross Vane Structures - South Crooked Creek
Arm Sill I Inert Station (ft) Elevation (ft)
ructure # Length (ft) Angle (deg) Slope (%) Length (ft) Length (ft) At Pt 4 Pt 1 Pt 2 1 Pt3-7 Pt 4 I Pt 5 Pt 6 Pt 7
r-1 15.4 22 5.2% 1 4.0 3.3 10+12.37 983.80 983.80 1 983.00 1 983.00 1 983.00 983.80 983.80
Toe -Wood Protection Structures - South Crooked Creek
REVISIONS
NO, DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JE1 KLT 11/9/18
Grade Control Woody Riffle Structures - South Crooked Creek
Structure #
Point 1
Station Elevation
Point 2
Station Elevation
Toe Wood Dimensions
Length
Slope
Structure #
Begin
Station (ft)
End
Station (ft)
STA Length
(ft)
Bank
Length (ft)
Width (ft)
Depth (ft)
TW -1
12+13.00
12+42.00
29.00
29
6.0
1.6
TW -2
12+34.00
12+63.00
29.00
29
6.0
1.6
TW -3
12+56.00
12+85.00
29.00
29
6.0
1.6
TW -4
16+15.00
16+65.00
50.00
63
6.0
1.6
TW -5
17+03.00
17+42.00
39.00
52.5
6.0
1.6
TW -6
17+68.00
18+04.00
36.00
43.7
6.0
1.6
TW -7
19+52.00
19+82.00
30.00
32.7
6.0
1.6
TW -8
20+19.00
20+55.00
36.00
49.5
6.0
1.6
TW -9
23+21.00
23+76.00
55.00
67.2
6.0
1.6
TW -10
24+25.00
24+81.00
56.00
68.5
6.0
1.6
TW -11
25+18.00
25+56.00
38.00
44.5
6.0
1.6
TW -12
26+23.00
26+68.00
45.00
55.1
6.0
1.6
TW -13
27+25.00
27+76.00
51.00
59.7
6.0
1.6
TW -14
28+29.00
28+62.00
33.00
39.7
6.0
1.6
TW -15
29+14.00
29+72.00
58.00
72.3
6.0
1.6
TW -16
30+24.00
30+60.00
36.00
44.1
6.0
1.6
TW -17
30+89.00
31+10.00
21.00
21.9
6.0
1.6
REVISIONS
NO, DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JE1 KLT 11/9/18
Grade Control Woody Riffle Structures - South Crooked Creek
Structure #
Point 1
Station Elevation
Point 2
Station Elevation
Bottom
Width
Length
Slope
WR -1
15+89.00
975.60
16+10.10
975.24
10.0
21.1
1.7%
WR -2
16+72.00
974.80
16+93.00
974.42
10.0
21.0
1.8%
WR -3
17+47.60
973.80
17+61.00
973.56
10.0
13.4
1.8%
WR4
18+09.10
973.10
18+29.80
972.71
10.0
20.7
1.9%
WR -5
19+32.40
971.70
19+45.50
971.46
10.0
13.1
1.8%
WR -6
19+86.20
971.10
20+12.60
970.69
10.0
26.4
1.6%
WR -7
22+78,70
968.00
23+12.30
967.32
10.0
33.6
2.0%
WR -8
23+87.00
967.30
24+21.20
966.88
10.0
34.2
1.2%
WR -9
24+82.30
966.50
25+15.30
966.11
10.0
33.0
1.2%
WR -10
26+74.20
964.80
27+23.00
964.00
10.0
48.8
1.6%
WR -11
27+74.70
963.60
28+23.90
962.80
11.2
49.2
1.6%
WR -12
29+76.70
961.20
30+19.00
960.60
11.2
42.3 1
1.4%
i PREPARED FOR:
NUSI
4 N RC S
OUKCF
Slope (%)
INM1 11-11 r
N��uU Porirxen Coreewnm SeMor
2631 REYNOLDA RD, SUITE A,
USDA SERVICE CENTER
WINSTON-SALEM, NC 27106
220 COOPER STREET
[phone]
P.O. BOX 218
LV -2
DOBSON, NC 27017
SOUTH CROOKED CREEK
STOKES COUNTY. NC
Log Vane Structures - South Crooked Creek
Structure #
Station (ft)
at Pt 2
Length (ft)
Arm
I Angle (deg) I
Slope (%)
Elevation (ft)
Pt 1 Pt 2
LV -1
18+35.60
15.4
22
5.2%
973.40
972.60
LV -2
19+09.60
15.4
22
5.2%
972.60
971.80
LV -3
29+53.60
16.1
22
5.5%
961.99
961.10
LV4
31+00.00
16.1
22
5.5%
960.49
959.60
LV -5
31+64.00
16.1
22
5.5%
960.49
959.60
Constructed Riffle Structures - South Crooked Creek
PROJECT # SHEET NO.
103 3
TABLES
Structure#
Point 1
Station Elevation
Point 2
Station Elevation
Bottom
Width
Length
Slope
CR -1
11+91.00
980.40
12+18.00
979.90
10.0
27.0
1.85%
CR -2
13+00.00
978.90
13+25.00
978.50
10.0
25.0
1.60%
CR -3
25+59.60
965.80
25+89.10
965.60
10.0
29.5
0.68%
CR -4
26+02.30
965.50
26+31.20
965.00
10.0
28.9
1.73%
CR -5
28+64.30
962.50
29+13.30
961.80
11.2
49.0
1.439/6
PREPARED IN THE OFFICE OF:
ECOSYSTEM
.. PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

STRUCTURE TABLES - UT 1
Offset Rock Cross Vane Structures - UT1
Structure # I
Sill
Length (ft)
Length (ft)
Outside Arm
Angle (deg) I
Slope (.1-d
Invert
Length (ft)
Length (ft)
Inside Arm
Angle (deg)
Slope (%)
Station (ft)
At Pt 3
Pt 1
Elevation (ft)
Pt 2 1 Pt 3
Pt 4
OV -1
4.0
8.1
22.0
5.2%
1.1
3.8
22.0
2.0%
13+39.00
1079.22
983.22
982.80
982.88
OV -2
4.0
8.1
22.0
5.2%
1.1
3.8
22.0
2.0%
14+24.70
1076.82
980.82
980.40
980.48
OV -3
4.0
8.1
22.0
5.2%
1.1
3.8
22.0
2.0%
14+62.30
1075.85
979.85
979.43
979.51
OV -4
4.0
8.1
22.0
5.2%
1.1 1
3.8
22.0
2.0%
16+98.20
1070.67
974.67
974.25
974.33
Log Rollers - UT1
PROJECT #=3ANO.103
TABLES
Top Riffle (Pt 1)
Log 1 (Pt 2)
Pool 1 (Pt 3)
Log 2 (Pt 4)
Pool 2 (Pt 5)
Log 3 (Pt 6)
Pool 3 (Pt 7) Log 4 (Pt 8)
Pool 4 (Pt 9) Log 5 (Pt 10) Pool 5 (Pt 11) Bottom Riffle (Pt 12)
Structure# Sta. (ft) Elev(ft.)
Sta. (ft) Elev(ft.)
Sta. (ft) Elev(ft.)
Sta. (ft) Elev(ft.)
Sta. (ft) Elev(ft.)
Sta. (ft) Elev(ft.)
Sta. (ft) Elev(ft.) Sta. (ft) Elev(ft.)
Sta. (ft) Elev(ft.) Sta. (ft)
Elev(ft.) Sta. (ft) Elev(ft.) Sta. (ft) Elev(ft.)
LR -2 12+50.00 985.40
12+60.50 985.10
12+65.00 984.10
12+70.40 984.80
12+75.00 983.80
12+80.60 984.50
12+85.00 983.00 1290.00 984.20
12+95.00 983.20 13+00.00
984.00 13+05.00 983.00 13+10.00 983.70
LR -3 17+08.00 974.00
17+39.38 973.00
17+44.40 972.00
17+54.90 972.50
17+60.00 971.60
12+69.30 972.20
17+75.00 971.10
-
1.0
17+87.80 971.70
Toe -Wood Protection Structures - UTI
REVISIONS
NO, DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/18
Log Step Structures - UT1
Structure # I
Station (ft)
at Invert
Toe Wood Dimensions
LS -1
10+50.40
Structure #
Begin
Station (ft)
End
Station (ft)
STA Length
(ft)
Bank
Length (ft)
Width (ft)
Depth (ft)
TW -18
12+59.00
12+71.00
12.00
12
6.0
1.0
TW -19
12+71.00
12+83.00
12.00
12
6.0
1.0
.0T
W-20
TW -20
12+83.00
12+93.00
10.00
11
6.0
-
1.0
TW -21
12+93.00
13+05.00
12.00
12
6.0
1.0
TW -22
13+05.00
13+17.00
12.00
12
6.0
1.0
TW -23
14+16.00
14+28.00
12.00
12
6.0
1.0
TW -24
16+96.00
17+06.00
10.00
12
6.0
1.0
TW -25
17+38.00
17+56.00
18.00
18
6.0
1.0
TW -26
17+54.00
17+70.00
16.00
16
6.0
1.0
TW -27
17+69.00
17+86.00
17.00
17
6.0
1.0
TW -28
19+35.00
19+49.00
14.00
16.6
6.0
1.0
TW -29
20+09.00
20+22.00
13.00
15.5
6.0
1.0
TW -30
20+20.00
20+33.00
13.00
17.7
6.0
1.0
REVISIONS
NO, DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/18
Log Step Structures - UT1
Structure # I
Station (ft)
at Invert
Elevation
(ft) at Invert
LS -1
10+50.40
990.90
LS -2
11+00.00
989.40
LS -3
11+50.00
987.70
LS -4
13+96.60
981.20
LS -5
15+21.00
977.60
LS -6
15+92.00
976.30
Rock Cross Vane Structures - UT1
Constructed Riffle Structures - UT1
Structure #
Point 1
Station Elevation
Arm
Bottom
Width
Sill
Invert
I Station (ft) I
13+10.00
983.70
13+39.00
Elevation (ft)
3.4
29.0
3.10%
CR -7
Structure #
Length (ft)
Angle (deg)
Slope (%)
Length (ft)
Length (ft)
At Pt 4
Pt 1
Pt 2
Pt 3
Pt 4
Pt 5
Pt 6
Pt 7
CV -2
8.1
22
5.2%
4.0
1.1
16+45.00
975.30
975.30
974.88
974.88
974.88
975.30
975.30
3.4
CV -3
8.1
22
5.2%
4.0
1.1
18+43.10
970.32
970.32
969.90
969.90
969.90
970.32
970.32
970.80
CV -4
8.1
22
5.2%
4.0
1.1
18+70.50
969.52
969.52
969.10
969.10
969.10
969.52
969.52
18+70.50
CV -5
8.1
22
5.2%
4.0
1.1
18+96.60
968.72
968.72
968.30
968.30
968.30
968.72
968.72
968.00
CV -6
8.1
22
5.2%
4.0
1.1
19+18.50
968.22
968.22
967.80
967.80
967.80
968.22
968.22
19+47.00
CV -7
8.1
22
5.2%
4.0
1.1
19+36.70
967.82
967.82
967.40
967.40
967.40
967.82
967.82
CR -20
CV -8 1
8.1
22
5.2%
1 4.0
1.1
19+63.00
967.12
967.12
1 966.70
966.70
966.70
1 967.12
967.12
2.46%
Constructed Riffle Structures - UT1
Structure #
Point 1
Station Elevation
Point 2
Station Elevation
Bottom
Width
Length
Slope
CR -6
13+10.00
983.70
13+39.00
982.80
3.4
29.0
3.10%
CR -7
13+62.20
982.40
13+96.60
981.20
3.4
34.4
3.49%
CR -8
14+07.60
981.00
14+24.70
980.40
3.4
17.1
3.51%
CR -9
14+72.00
979.10
15+06.00
977.90
3.4
34.0
3.53%
CR -10
16+12.50
975.80
16+42.40
974.90
3.4
29.9
3.01%
CR -11
17+08.00
974.00
17+38.30
973.00
3.4
30.3
3.30%
CR -12
17+87,80
971.70
18+17.00
970.80
3.4
29.2
3.08%
CR -13
18+29.00
970.40
18+43.10
969.90
3.4
14.1
3.55%
CR -14
18+57.00
969.50
18+70.50
969.10
3.4
13.5
2.96%
CR -15
18+86.60
968.70
18+98.60
968.30
3.4
12.0
3.33%
CR -16
19+07.80
968.00
19+18.50
967.80
3.4
10.7
1.87%
CR -17
19+28.50
967.60
19+36.70
967.40
3.4
8.2
2.44%
CR -18
19+47.00
967.10
19+63.00
966.70
3.4
16.0
2.50%
CR -19
19+73.00
966.60
20+00.00
965.90
3.4
27.0
2.59%
CR -20
20+15.00
965.60
1 20+23.00
965.40
3.4
8.0
2.50%
CR -21
20+36.30
965.30
1 20+77.00
964.30
3.4
40.7
2.46%
PREPARED FOR:
KUS#
S
F
tMUI T U r
N��uU Porirxen Coreewnm SeMor
2631 REYNOLDA RD, SUITE A,
USDA SERVICE CENTER
WINSTON-SALEM, NC 27106
220 COOPER STREET
[phone]
P.O. BOX 218
DOBSON, NC 27017
SOUTH CROOKED CREEK
STOKES COUNTY. NC
ECOSYSTEM
.. PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

VEGETATION SELECTION
REVISIONS
NO, DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/18
PREPARED FOR:
Trees and Shrubs
S
F
The following table lists bare -root vegetation selection for the project site. Species
shall be planted at a density of 702 stems per acre. Total planting area is
approximately 5.42 acres. Exact placement of species will be determined prior to site
planting.
Common Name
Scientific Name
Percent
Planted by
Species
Wetness
Tolerance
Trees (75%)
Planted 9'X 9' Spacing —
538 Trees/ Acre
FACW
River Birch
Betula nigra
20%
FACU
Sycamore
Platanus occidentalis
25%
FACW
Water Oak
Quercus nigra
10%
FAC
Ameriacn Elm
Ulmus americana
10%
FACW
Persimmon
Diospryos virginiana
10%
FAC
Tulip Poplar
Liriodendron tulipifera
25%
FAC
FACW
Tree Total
100%
5%
Shrubs (25%) Planted 16' X 16' Spacing -164 Shrubs/ Acre
Tag Alder
Alnus serrulata
20%
FACW
Spicebush
Lindera benzoin
25%
FACW
Redbud
Cercis canadensis
20%
FACU
Elderberry
Sambucus canadensis
15%
FAC
Silky Dogwood
Cornus amomum
20%
FACW
Big Blue Stem
Shrub Total
100%
0.75
REVISIONS
NO, DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/18
PREPARED FOR:
Live Stakes
S
F
Live staking will be applied to all restored streambanks following the
details in the plan set and according to the construction
specifications.
Common Name
Scientific Name
Percentage
of Total
Wetness
Tolerance
Elderberry
Sambucus canadensis
20%
FACW
Silky Dogwood
Cornus amonum
25%
FACW
Silky Willow
Salix sericea
25%
OBL
Black Willow
Salix nigra
20%
OBL
Panicum virgatum
Total
100%
FAC
REVISIONS
NO, DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/18
PREPARED FOR:
KUS#
S
F
Al disturbed areas will be stabilized using
I UI T U r
N��uU Porirxen Coreewnon SeMor
2631 REYNOLDA RD, SUITE A,
USDA SERVICE CENTER
WINSTON-SALEM, NC 27106
220 COOPER STREET
[phone]
P.O. BOX 218
140 LBS/ACRE I April to August
DOBSON, NC 27017
SOUTH CROOKED CREEK
STOKES COUNTY. NC
ECOSYSTEM
.. PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
77
PROJECT # SHEET NO.
103 3B
TABLES
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
Temporary Seed
The following table lists temporary seed mix for the project site.
mulch and temporary seed.
Al disturbed areas will be stabilized using
Common Name
Scientific Name
I Rate Dates
Cerial Rye Grain
Seca/e cereale
1130 LBS/ACRE I September to March
Browntop Millet
Urochloa ramosa
140 LBS/ACRE I April to August
SOUTH CROOKED CREEK
STOKES COUNTY. NC
ECOSYSTEM
.. PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
77
PROJECT # SHEET NO.
103 3B
TABLES
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
Temporary Seed (Pasture)
The following table lists permanent seed mix for disturbed pasture areas outside of the riparain
zone.
Common Name
Scientific Name I Rate
Dates
Kentucky Bluegrass
lPoapratensis 144 LBS/ACRE I
September to March
Tall Fescue
I Schedonorus arundinaceus 1218 LBS/ACRE I
September to March
SOUTH CROOKED CREEK
STOKES COUNTY. NC
ECOSYSTEM
.. PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
77
PROJECT # SHEET NO.
103 3B
TABLES
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
Permanent Riparian Seed
Permanent seed mixtures for the project site shall be planted throughout the floodplain and
riparian buffer areas. Permanent seed mixtures shall be applied with temporary seed, as
defined in the construction specifications.
Common IN
Scientific Name
Percent
of
Mixture
Seeding
Density
(lbs/acre)
Wetness
Tolerance
Floodplain Buffer Areas
Redtop
Agrostis alba
10%
1.50
FACW
Virginia Wildrye
Elymus virginicus
15%
2.25
FACW
Switchgrass
Panicum virgatum
15%
0.75
FAC
Eastern Gamma Grass
Tripsacum dactyloides
5%
0.75
FACW
Pennsylvania Smartwee Polygonum pennsylvanicum
5%
0.75
FACW
Little Blue Stem
Schizachyrium scopar/um
5%
0.75
FACU
Soft Rush
Juncus effusus
5%
0.75
FACW
Beggars Tick
Bidens frondosa (oraristosa
5%
0.75
FACW
Lance -Leaved Tick See Coreopsis /anceo/ata
10%
1.50
FACU
Tioga Deer Tongue
Dichanthelium clandestinum
15%
2.25
FAC
Big Blue Stem
Andropogon gerardii
5%
0.75
FAC
Indian Grass
Sorgastrum nutans
5%
0.75
FACU
SOUTH CROOKED CREEK
STOKES COUNTY. NC
ECOSYSTEM
.. PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
77
PROJECT # SHEET NO.
103 3B
TABLES
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

��o oorruc-c
EPR
■

NO. I DESCRIPTION ENGR. JAPPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/16
"..
NONE
moon
....
dSOM
EPR
■

4
EPR
..........
..........
..........
..........
0.000.
..........
..........
iiiiiiiiii
..........
..........
..........
...................................................................................................................................................................................................................................
:::::::::mi ::::::::mi ::::::::mi
::::::::mi
::::::::mi
::::::::mi
::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
......................................................................................................................................................................................................................................
......................................................................................................................................................................................................................................
................................................................................................................................................................................................................................................
................................................................................................................................................................................................................................................
................................................................................................................................................................................................................................................
................................................................................................................................................................................................................................................
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APPROV DATE T
KLT 11/9/18 1
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[N UITUT1_
2631 REYNOLDA RD, SUITE A, USDP
WINSTON-SALEM, NC 27106 220
(336) 7500522
DOE
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PROJECT # SHEET NO.
103 i2
VEGETATION
PLAN
/
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—995 qqbLd
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ZONE i = < 35 FEET
40 20 O 40 80
ZONE 2 =
> 35 FEET
SCALE (FT)
REVISIONS
PREPARED FOR:
NIFa-S
4 N R CS
�tl'aOURCF e.1� �1rn� Ia�5xMa
[rash rDTE
2631 REYNOLDA RD, SUITE A, USDA SERVICE CENTER
WINSTON-SALEM, NC 27106 220 COOPER STREET
[phone] P.O. BOX 218
DOBSON, NC 27017
SOUTH CROOKED CREEK
STOKES COUNTY. NC
PREPARED IN THE OFFICE OF:
ESYST'E�f
PLANNING &
' ' RESTOF AT O N
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
NO, DESCRIPTION ENGR. PPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/18

ZONE 2 = > 35 FEET
REVISIONS
NO, DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/18
No-s()vKcF
[N 51l ruts
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
k0v N RCS
Noivnl Fam Carew don sm,a
USDA SERVICE CENTER
220 COOPER STREET
P.O. BOX 218
DOBSON, NC 27017
SOUTH CROOKED CREEK
STOKES COUNTY. NC
T E aSYSTEM
PLANNING &
•' I�ESTOF AT ON
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
.l
W
W
W
z
J
2
U
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a
PROJECT #SHEET NO.
103 13 ,
VEGETATION
PLAN
`0--P vift-
NAD 83
0 20 • 40 80
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

m
w
w
(n
w
z
J
2
U
F -
Q
ZONE 2 = > 35 FEET
MATCHLINE SHEET 12
PROJECT # SHEET NO. ,
103 14
VEGETATION
PLAN
4AD 83
REVISIONS
NO, DESCRIPTION ENGR. APPROV DATE
1 ISSUED FOR PERMITTING JB KLT 11/9/18
No-s()vKcF
[N 51l ruts
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
4., of N R CS
Noivnl Fam Carew don sm,a
USDA SERVICE CENTER
220 COOPER STREET
P.O. BOX 218
DOBSON, NC 27017
SOUTH CROOKED CREEK
STOKES COUNTY. NC
T E aSYSTEM
PLANNING &
re-• • RESTOF AT ON
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION